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Relevant bibliographies by topics / Circular formwork

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Journal articles
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Academic literature on the topic 'Circular formwork'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 February 2022

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Journal articles on the topic "Circular formwork"

1

Elnabelsy, Gamal, and Murat Saatcioglu. "Seismic behavior of concrete bridge columns confined with fiber-reinforced polymer stay-in-place formwork." Advances in Structural Engineering 21, no. 4 (2017): 613–23. http://dx.doi.org/10.1177/1369433217732670.

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One of the applications of fiber-reinforced polymers in bridge construction is stay-in-place formwork. Fiber-reinforced polymer stay-in-place formwork, in the form of preformed tubes, provides easy form assembly, protection of steel reinforcement and concrete against corrosion and chemical attacks while also improving the strength and ductility of structural elements in earthquake resistant construction. Experimental research was conducted to investigate the seismic performance of fiber-reinforced polymer stay-in-place formwork for bridge columns. Tests of large-scale specimens were conducted

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Kokawa, Tsutomu. "Ice shell construction in Hokkaido of Japan during 1980–2012." International Journal of Space Structures 36, no. 1 (2021): 26–36. http://dx.doi.org/10.1177/0956059920981867.

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This paper summarizes research and development of an ice shell construction carried out in inland Hokkaido of Japan from 1980 to 2012.The ice shell is made of thin-walled curved ice plate and constructed according to the following method. (1) Building up a three-dimensional formwork by inflating a two-dimensional membrane bag covered with ropes anchored to the snow-ice foundation ring. (2) Covering the formwork with a thin saturated snow layer of less than 1 cm thickness by blowing milled snow with a rotary snow blower and spraying water with an adjustable nozzle, and letting it freeze natural

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3

Purba, Burt K., and Aftab A. Mufti. "Investigation of the behavior of circular concrete columns reinforced with carbon fiber reinforced polymer (CFRP) jackets." Canadian Journal of Civil Engineering 26, no. 5 (1999): 590–96. http://dx.doi.org/10.1139/l99-022.

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Recent advancements in the fields of fiber reinforced polymers (FRPs) have resulted in the development of new materials with great potential for applications in civil engineering structures, and due to extensive research over recent years, FRPs are now being considered for the design of new structures. This study describes how carbon fiber reinforced polymer jackets can be used to reinforce circular concrete columns. Fibers aligned in the circumferential direction provide axial and shear strength to the concrete, while fibers aligned in the longitudinal direction provide flexural reinforcement

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Kothari, Ankit, Magdalena Rajczakowska, Thanyarat Buasiri, Karin Habermehl-Cwirzen, and Andrzej Cwirzen. "Eco-UHPC as Repair Material—Bond Strength, Interfacial Transition Zone and Effects of Formwork Type." Materials 13, no. 24 (2020): 5778. http://dx.doi.org/10.3390/ma13245778.

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A reduced carbon footprint and longer service life of structures are major aspects of circular economy with respect to civil engineering. The aim of the research was to evaluate the interfacial bond properties between a deteriorated normal strength concrete structure and a thin overlay made of Eco-UHPC containing 50 wt% of limestone filler. Two types of formwork were used: untreated rough plywood and surface treated shuttering plywood. The normal strength concrete elements were surface scaled using water jets to obtain some degradation prior to casting of the UHPC overlay. Ultrasonic pulse vel

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Gur’yev, Alim, Nartmir Khanov, Marina Chumicheva, Aleksandra Verkhoglyadova, Buchra Hayek, and Abderrezak Brakeni. "Improvement of the theory of shaft spillway calculations." E3S Web of Conferences 264 (2021): 03031. http://dx.doi.org/10.1051/e3sconf/202126403031.

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Over the last hundred years, shaft spillways have become widely used in hydraulic engineering practice due to their undeniable advantages: high discharge capacity, maximal water consumption per one cubic meter of concrete, point structure compactness. The modern theory of hydraulic calculations was formed based on works on the study of the operation of a circular spillway with a sharp edge carried out by Wagner in 1954. Although numerous hydraulic studies have not proved many of the statements Wagner's calculation methodology was based on, the materials of his studies have been presented in sp

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Djillali, Kahlerras, Brakeni Abderrezak, Gouryev Alim Petrovic, and Beglarova Evelina Sourenevna. "Discharge capacity of shaft spillway with a polygonal section: a case study of Djedra dam (East Algeria)." Water Supply, December 16, 2020. http://dx.doi.org/10.2166/ws.2020.366.

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Abstract This paper proposes a new design for the shaft spillway of the Djedra dam (East Algeria). The procedure consists of replacing the circular section with a polygonal configuration of twelve (12) sections. The study of the model was divided into 5 different versions according to the variants of technical modifications of the water intake funnel; this configuration was tested on a hydraulic model in the laboratory of hydroelectric power plants of the Moscow State University of Environmental Engineering. The use of the polygonal section weir can greatly simplify the formwork of the structu

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Dissertations / Theses on the topic "Circular formwork"

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Rapant, Radek. "Stavebně technologický projekt Domova důchodců Brno - Tuřany." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240485.

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The thesis is elaborated on the basis of project of the retirement home Brno – Tuřany. The thesis is focused on building technology solutions of construction of the retirement home Brno – Tuřany. The main part of the thesis deals with realization of rough construction DCI, especially with detailed description and draft solution for making the ceilings and elliptical reinforced concrete staircase (tube). Apart from the impressive architectonic draft solution of main staircase of the building, it will be interesting to deal with progress of the whole construction that is divided into three dilat

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Book chapters on the topic "Circular formwork"

1

"circular formwork." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_31987.

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"circular wall formwork." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_32007.

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